Study on load transfer mechanisms and impact on adjacent railway subgrade within loess regions

Author:

Zhao Wenhui,Zhang KeORCID,Xu Jinjiang,Liu Xueli

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference21 articles.

1. The effect of rolling stock characteristics on differential railway track settlement: an engineering-economic model;Charoenwong;J. Transp. Geotech.,2022

2. Experimental study on deformation and strength characteristics of granular soil-structure interface under coupled monotonic shear and vibration using A modified direct shear apparatus;Zhou;J. Acta. Geotech.,2023

3. Failure analysis of widened railway embankment with different reinforcing measures under heavy axle loads: a comparative FEM study;Lazorenko;J. Transp. Eng.J.,2020

4. Performance of geogrid-reinforced and PTC pile-supported embankment in a highway widening project over soft soils;Zhao;J. J. Geotech. Geoenviron.,2019

5. Interface shear strength between geosynthetic clay liner and covering soil on the embankment of an irrigation pond and stability evaluation of its widened sections;Suzuki;J. Soils. Found.,2017

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